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Bridge Statistics for Midland, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Midland, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 188 meters (617ft) Total average daily traffic: 289,668 Total average daily truck traffic: 14,291 National Bridge Inventory (NBI) Registered Bridges for Midland
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 56156021000R01, Location: IN MIDLAND (Lat: 43.614022, Lng: -84.249561), Route carried "on" structure: State highway 20, Year Built: 1955, Status: Open, Structure Length: 20.48m (67.19ft), Average Daily Traffic: 21,163 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 28,300 (year 2028), Design Load: HS 20, Features Intersected: CSX/TITABAWASSEE RV(ABN) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.994, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 88, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 15 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: September 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 56156023000S013, Location: IN MIDLAND (SAGINAW RD) (Lat: 43.611356, Lng: -84.210775), Route carried "on" structure: State highway 20, Year Built: 1960, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 5,062 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 5,973 (year 2018), Design Load: HS 20, Features Intersected: OLD US-10, SAGINAW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 356, Subroute: 54), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156023000S014, Location: IN MIDLAND (SAGINAW RD) (Lat: 43.611553, Lng: -84.210939), Route carried "on" structure: Business State highway 20, Year Built: 1960, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 5,062 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 5,973 (year 2018), Design Load: HS 20, Features Intersected: OLD US-10,SAGINAW RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156023000S023, Location: IN MIDLAND WALDO RD M-20 (Lat: 43.611289, Lng: -84.187425), Route carried "on" structure: State highway 20, Year Built: 1960, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 5,500 (year 1995), Truck Traffic: 8%, Average Future Daily Traffic: 8,345 (year 2015), Design Load: HS 20, Features Intersected: WALDO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.025, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 356, Subroute: 54), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156023000S024, Location: IN MIDLAND WALDO RD M-20 (Lat: 43.611494, Lng: -84.187425), Route carried "on" structure: State highway 20, Year Built: 1960, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 8,761 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 10,601 (year 2018), Design Load: HS 20, Features Intersected: WALDO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 309, Subroute: 34), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156023000S03, Location: IN MIDLAND M-20 WB, US-10 (Lat: 43.611272, Lng: -84.167672), Route carried "on" structure: US 10, Year Built: 1960, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,500 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 9,310 (year 2015), Design Load: HS 20, Features Intersected: US-10BR WB & M-20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.165, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 56156044000B053, Location: 1.1 MI NW OF US-10 BR (Lat: 43.656017, Lng: -84.268542), Route carried "on" structure: US 10, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,594 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 14,000 (year 2028), Design Load: HS 20, Features Intersected: STURGEON CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.308, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 56156044000B054, Location: 1.1 MI NW OF US-10 BR (Lat: 43.656217, Lng: -84.268528), Route carried "on" structure: US 10, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,594 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 14,000 (year 2028), Design Load: HS 20, Features Intersected: STURGEON CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.233, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 92.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 56156044000S06, Location: 1.0 MI W OF US-10 BR (Lat: 43.656006, Lng: -84.267086), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 930 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 840 , Design Load: H 15, Features Intersected: US-10, Facility Carried by Structure: STURGEON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.646, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156044000S08, Location: .8 MI E OF US-10 BR (Lat: 43.655817, Lng: -84.227042), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 18,005 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 9,999 , Design Load: H 15, Features Intersected: US-10, Facility Carried by Structure: JEFFERSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156044000S1, Location: IN MIDLAND (Lat: 43.626633, Lng: -84.176833), Route carried "on" structure: City street 2015, Year Built: 1960, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 3,050 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 , Design Load: H 15, Features Intersected: US-10, Facility Carried by Structure: ASHMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.396, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.59m (21.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 56156044000S11, Location: @ BAY CO LINE SECOND ST (Lat: 43.612225, Lng: -84.168086), Route carried "on" structure: US 10, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 7,780 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 9,881 (year 2018), Design Load: HS 20, Features Intersected: PATRICK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.054, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 56200015000B01, Location: 0.2 MI W OF SAGINAW ROAD (Lat: 43.569764, Lng: -84.194253), Route carried "on" structure: County highway 5626, Year Built: 1975, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 6,613 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 9,827 (year 2025), Design Load: HS 20+Mod, Features Intersected: TITTAWABASSEE RIVER, Facility Carried by Structure: GORDONVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.387, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 0.0m, Horizontal Clearance: 18.6m (61.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 79.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 564440600018B01, Location: IN CITY OF MIDLAND (Lat: 43.625867, Lng: -84.261072), Route carried "on" structure: City street 2015, Year Built: 1962, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 6,250 (year 1990), Average Future Daily Traffic: 9,200 (year 2016), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: W MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.540, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 564440600060B01, Location: IN CITY OF MIDLAND (Lat: 43.634825, Lng: -84.264953), Route carried "on" structure: City street 2015, Year Built: 1968, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,300 (year 1990), Average Future Daily Traffic: 7,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: W SUGNET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Fair, Culverts: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 564440600066B01, Location: IN CITY OF MIDLAND (Lat: 43.641264, Lng: -84.272697), Route carried "on" structure: City street 2015, Year Built: 1931, Year Reconstructed: 1968, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 17,000 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 21,000 , Design Load: HS 20+Mod, Features Intersected: STATE DRAIN, Facility Carried by Structure: N SAGINAW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.671, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 564440600066B02, Location: IN CITY OF MIDLAND (Lat: 43.641286, Lng: -84.266272), Route carried "on" structure: City street 2015, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20,000 (year 1985), Truck Traffic: 3%, Average Future Daily Traffic: 50,000 (year 2016), Design Load: HS 20, Features Intersected: STURGEON CREEK, Facility Carried by Structure: N SAGINAW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.187, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 564440600087B01, Location: IN CITY OF MIDLAND (Lat: 43.654975, Lng: -84.268622), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,100 (year 1985), Average Future Daily Traffic: 7,000 (year 2016), Design Load: H 20, Features Intersected: STURGEON CREEK, Facility Carried by Structure: WACKERLY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.385, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 564440600096B01, Location: IN CITY OF MIDLAND (Lat: 43.610558, Lng: -84.241856), Route carried "on" structure: City street 2015, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 9,900 (year 1985), Truck Traffic: 3%, Average Future Daily Traffic: 22,500 (year 2016), Design Load: HS 20, Features Intersected: TITTABAWASSEE RIVER, Facility Carried by Structure: POSEYVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.458, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 564440600164B01, Location: IN CITY OF MIDLAND (Lat: 43.626764, Lng: -84.252994), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,000 (year 1990), Average Future Daily Traffic: 5,000 (year 2007), Design Load: HS 20+Mod, Features Intersected: SNAKE CREEK, Facility Carried by Structure: W ST ANDREWS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.344, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 565440600003B01, Location: 0.1 MI W OF STURGEON ROAD (Lat: 43.656550, Lng: -84.268522), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 900 (year 1996), Average Future Daily Traffic: 1,200 (year 2016), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: AIRPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.533, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 565440600030B01, Location: IN CITY OF MIDLAND (Lat: 43.617508, Lng: -84.252292), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 4,550 (year 1985), Average Future Daily Traffic: 10,250 (year 2016), Design Load: H 10, Features Intersected: TITTABAWASSEE RIVER, Facility Carried by Structure: CURRIE PARKWAY Minimum Vertical Clearance: 2.95m (9.68ft), Kilometerpoint: 1.556, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.9m (140.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 565440600039B01, Location: IN CITY OF MIDLAND (Lat: 43.625628, Lng: -84.261336), Route carried "on" structure: City street , Year Built: 1951, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,000 (year ), Average Future Daily Traffic: 3,800 (year 2005), Design Load: H 15, Features Intersected: STURGEON CREEK, Facility Carried by Structure: EMERSON PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 565440600233B01, Location: IN CITY OF MIDLAND (Lat: 43.639989, Lng: -84.231997), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 450 (year 1981), Average Future Daily Traffic: 450 , Design Load: HS 20+Mod, Features Intersected: MEADOWBROOK DRAIN, Facility Carried by Structure: CRESCENT DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.210, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Fair, Culverts: Very good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 56156023000S013, Location: IN MIDLAND (SAGINAW RD) (Lat: 43.611356, Lng: -84.210775), Route carried "under" structure: City street 2015, Year Built: 1960, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 15,000 (year 1988), Features Intersected: OLD US-10, SAGINAW RD, Facility Carried by Structure: M-20 & US-10 BR EB Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 3.728, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 56156023000S014, Location: IN MIDLAND (SAGINAW RD) (Lat: 43.611553, Lng: -84.210939), Route carried "under" structure: City street 2015, Year Built: 1960, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 15,000 (year 1988), Features Intersected: OLD US-10,SAGINAW RD., Facility Carried by Structure: M-20 & US-10 BR WB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 37.255, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 56156023000S023, Location: IN MIDLAND WALDO RD M-20 (Lat: 43.611289, Lng: -84.187425), Route carried "under" structure: City street 2015, Year Built: 1960, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 4,600 (year 1988), Features Intersected: WALDO RD, Facility Carried by Structure: M-20 & US-10 BR Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 3.907, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.3m (56.8ft) Find on map >>
Structure Number: 56156023000S024, Location: IN MIDLAND WALDO RD M-20 (Lat: 43.611494, Lng: -84.187425), Route carried "under" structure: City street 2015, Year Built: 1960, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 4,600 (year 1988), Features Intersected: WALDO RD, Facility Carried by Structure: M-20 & US-10 BR Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.393, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.3m (56.8ft) Find on map >>
Structure Number: 56156023000S03, Location: IN MIDLAND M-20 WB, US-10 (Lat: 43.611272, Lng: -84.167672), Route carried "under" structure: State highway 20, Year Built: 1960, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,761 (year 2003), Truck Traffic: 6%, Features Intersected: US-10BR WB & M-20, Facility Carried by Structure: US-10 EB Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 1.596, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.9m (58.7ft) Find on map >>
Structure Number: 56156044000S06, Location: 1.0 MI W OF US-10 BR (Lat: 43.656006, Lng: -84.267086), Route carried "under" structure: US 10, Year Built: 1960, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 21,188 (year 2003), Truck Traffic: 6%, Features Intersected: US-10, Facility Carried by Structure: STURGEON RD Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 31.426, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.9m (58.7ft) Find on map >>
Structure Number: 56156044000S08, Location: .8 MI E OF US-10 BR (Lat: 43.655817, Lng: -84.227042), Route carried "under" structure: US 10, Year Built: 1960, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 19,670 (year 2003), Truck Traffic: 11%, Features Intersected: US-10, Facility Carried by Structure: JEFFERSON RD Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 34.654, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.9m (58.7ft) Find on map >>
Structure Number: 56156044000S1, Location: IN MIDLAND (Lat: 43.626633, Lng: -84.176833), Route carried "under" structure: US 10, Year Built: 1960, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 15,560 (year 2003), Truck Traffic: 14%, Features Intersected: US-10, Facility Carried by Structure: ASHMAN RD Minimum Vertical Clearance: 4.86m (15.94ft), Kilometerpoint: 40.285, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 56156044000S11, Location: @ BAY CO LINE SECOND ST (Lat: 43.612225, Lng: -84.168086), Route carried "under" structure: City street 2015, Year Built: 1960, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,725 (year 1988), Features Intersected: PATRICK ST, Facility Carried by Structure: US-10 EB Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 564440600096B01, Location: IN CITY OF MIDLAND (Lat: 43.610558, Lng: -84.241856), Route carried "under" structure: City street 1141, Year Built: 1968, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 500 (year ), Features Intersected: TITTABAWASSEE RIVER, Facility Carried by Structure: POSEYVILLE ROAD Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.219, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Discuss this city on our hugely popular Michigan forum Back to: Midland, MI, Michigan, All US cities.
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